preetish kakoty
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    • Selected as an ABSW Media Fellow for 2026
    • Leveraging physics-based ground motion simulations for portfolio risk — a poster at RIAGE 2026
    • Spring school on climate change and natural hazard risk at IUSS Pavia
    • A love letter from the epicenter — talking about the 1897 Great Assam Earthquake at UCL
    • Vancouver built up fast — now its older towers face an earthquake reckoning
    • Starting a Marie Skłodowska-Curie Fellowship at UCL
    • Seismic hazard workshop and earthquake field trip in Taiwan
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  • Publications
    • Collapse Risk of Tall Nonductile Reinforced Concrete Shear Wall Buildings
    • Framework for Selecting Representative Earthquake Scenarios: A Case Study for Wellington, New Zealand
    • Damage to Demolition – Challenges and Findings from Inspection of Damaged Hollowcore Floors
    • Framework for Selection of Representative Earthquake Scenarios for Wellington
    • Collapse Risk of Tall Non-ductile Reinforced Concrete Shear Wall Buildings
    • Earthquake Insurance Penetration in India: Opportunities and Challenges
    • Quantifying Variability in the Collapse Risk of Non-ductile Reinforced Concrete Shear Wall Buildings
    • Spectral acceleration basin amplification factors for interface Cascadia Subduction Zone earthquakes in Canada’s 2020 national seismic hazard model
    • Proposed Basin Amplification Factors for Subduction Interface Hazard in the 2020 Seismic Hazard Model of Canada
    • Toward functional recovery performance in the seismic design of modern tall buildings
    • Effects of the Georgia Sedimentary Basin on the Response of Modern Tall RC Shear-Wall Buildings to M9 Cascadia Subduction Zone Earthquakes
    • Impacts of simulated M9 Cascadia Subduction Zone earthquakes considering amplifications due to the Georgia sedimentary basin on reinforced concrete shear wall buildings
    • Quantifying Basin Amplification in Southwest BC from Simulated M9 Cascadia Subduction Zone Earthquakes
    • Seismic Performance of Tall Buildings Designed Following Non-prescriptive Design Procedures
    • Quantification of Downtime in a Highway Network During Moderate Seismic Events
    • Resilience Reconnaissance for Hospitals After the 2010 Maule Earthquake
    • Efficiency assessment of tsunami evacuation routes in Viña del mar, Chile
    • Reliability Analysis of RC Frame Equipped with Vibration Control Devices Under Seismic Loading Conditions
  • Projects
    • Earthquake Risk Tolerance for Building Codes
    • Review of Existing Data and Models for Wellington's Earthquake Risk
    • Selection of Earthquake Scenarios for Wellington
    • Collapse Risk of Non-Ductile Concrete Shear Wall Buildings
    • Toward Functional Recovery in the Seismic Design of Tall Buildings
    • Georgia Basin Amplification Factors for M9 Cascadia Earthquakes
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  • Collapse Risk of Non-Ductile Concrete Shear Wall Buildings

Collapse Risk of Tall Non-ductile Reinforced Concrete Shear Wall Buildings

Jun 15, 2024·
Preetish Kakoty
Preetish Kakoty
,
Carlos Molina Hutt
,
Ken Elwood
· 0 min read
URL
Type
1
Publication
18th World Conference on Earthquake Engineering, Milan, Italy
Last updated on Jun 15, 2024
Preetish Kakoty
Authors
Preetish Kakoty
Marie Skłodowska-Curie Fellow
← Framework for Selection of Representative Earthquake Scenarios for Wellington Apr 1, 2025
Earthquake Insurance Penetration in India: Opportunities and Challenges Jun 15, 2024 →

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